Analysis of Segmentally Constructed Prestressed Concrete Bridges Using Hexahedral Elements with Realistic Tendon Profiles-Reference-Cited by-同舟云学术

Analysis of Segmentally Constructed Prestressed Concrete Bridges Using Hexahedral Elements with Realistic Tendon Profiles

Published:2014-06 Issue:6 Volume:140 Page:04014028
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Norachan Pramin¹,Kim Ki-Du²,Oñate Eugenio³

Affiliation:

1. Senior Structural Engineer, AIT Consulting, Asian Institute of Technology, P.O. Box 4, Klong Luang, Pathumthani 12120, Thailand.

2. Professor, Dept. of Civil and Environmental System Engineering, Konkuk Univ., 1 Hwayang-dong, Gwangjin-gu, Seoul 143-701, Republic of Korea (corresponding author).

3. Professor, International Center for Numerical Methods in Engineering (CIMNE), Universidad Politecnica de Cataluna, Edificio C1 Campus Nord, 08032 Barcelona, Spain.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000923

Reference41 articles.

1. ABAQUS [Computer software]. Dassault Systèmes/SIMULIA Providence Rhode Island.

2. Abbas S. and Scordelis A. C. (1993). “Nonlinear geometric material and time-dependent analysis of segmentally erected three-dimensional cable stayed bridges.” UCB/SEMM-93/09 Univ. of California at Berkeley Berkely CA.

3. American Concrete Institute (ACI). (1982). “Prediction of creep shrinkage and temperature effects in concrete structures.” ACI 209R-82 ACI Committee 209 Detroit MI.

4. Andelfinger U. Ramm E. and Roehl D. (1996). “2D-and 3D-enhanced assumed strain element and their application in plasticity.” Proc. Computational Plasticity 4th Int. Conf. D. Owen E. Onate and H. Hinton eds. Pineridge Press Swansea U.K. 1992–2007.

5. Numerical modelling of continuous concrete box girder bridges considering construction stages

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